Putri, Annisa (2026) ANALISA DAYA DUKUNG ULTIMIT TIANG PANCANG BAJA (STEEL PILE) BERDASARKAN DATA KALENDERING PROYEK PEMBANGUNAN JEMBATAN SUNGAI TABUK – GAMBUT DENGAN METODE ENGINEERING NEWS-RECORD (ENR). Diploma thesis, Universitas Islam Kalimantan MAB.
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Abstract
ANALISA DAYA DUKUNG ULTIMIT TIANG PANCANG BAJA (STEEL PILE) BERDASARKAN DATA KALENDERING PROYEK PEMBANGUNAN JEMBATAN SUNGAI TABUK – GAMBUT DENGAN METODE ENGINEERING NEWS RECORD (ENR) Disusun Oleh : Annisa Putri Pembimbing 1 : H. Mulyadi A.TD.,S.E.,M.T. Pembimbing 2 : Ir. Hendra Cahyadi S.T.,M.T. ABSTRAK Kapasitas daya dukung tiang pancang dapat dihitung menggunakan data kalendering yang diambil pada saat pelaksanaan pemancangan abutment. Penelitian ini dilakukan dengan menganalisa data-data kalendering pada dua abutment, berdasarkan metode Engineering News-Records (ENR). Hasil data kalendering digunakan pada pemancangan untuk mengetahui daya dukung tanah melalui perhitungan yang dihasilkan oleh proses pemukulan alat pancang, alat yang digunakan pada saat pelaksanaan kalendering adalah kertas milimeter blok, spidol dan selotip. Pengambilan data kalendering dilakukan pada saat tiang pancang mencapai tanah keras, besarnya penurunan diambil per 10 kali pukulan. Untuk hasil perhitungan kapasitas daya dukung ultimit tiang pancang tunggal pada abutment 1 didapatkan : titik 1 ABT 1 = 33.781 ton ; titik 2 ABT 1 = 33.648 ton ; titik 3 ABT 1 = 33.648 ton ; titik 4 ABT 1 = 31.779 ton ; titik 5 ABT 1 = 32.749 ton ; titik 6 ABT 1 = 30.864 ton ; titik 7 ABT 1 = 32.257 ton ; titik 8 ABT 1 = 31.661 ton. Adapun untuk abutment 2 didapatkan : titik 9 ABT 2 = 33.517 ton ; titik 10 ABT 2 = 33.386 ton ; titik 11 ABT 2 = 33.914 ton ; titik 12 ABT 2 = 33.257 ton ; titik 13 ABT 2 = 32.875 ton ; titik 14 ABT 2 = 33.386 ton ; titik 15 ABT 2 = 33.914 ; titik 16 ABT 2 = 32.625 ton. ANALYSIS OF ULTIMATE BEARING CAPACITY OF STEEL PILE BASED ON CALENDERING DATA OF SUNGAI TABUK – GAMBUT BRIDGE CONSTRUCTION PROJECT USING ENGINEERING NEWS-RECORD (ENR) METHOD Compiled By : Annisa Putri Supervisor 1 : H. Mulyadi A.TD.,S.E.,M.T. Supervisor 2 : Ir. Hendra Cahyadi S.T.,M.T. ABSTRACT The bearing capacity of piles can be calculated using calendaring data taken during the implementation of abutment driving. This study was conducted by analyzing calendaring data on two abutments, based on the Engineering News Records (ENR) method. The results of the calendaring data are used in driving to determine the bearing capacity of the soil through calculations produced by the process of hitting the pile driver, the tools used during the calendaring process are millimeter block paper, markers and tape. The calendaring data was taken when the pile reached hard ground, the amount of settlement was taken per 10 hits. For the calculation results of the ultimate bearing capacity of single piles on abutment 1, it is obtained: point 1 ABT 1 = 33,781 tons; point 2 ABT 1 = 33,648 tons; point 3 ABT 1 = 33,648 tons; point 4 ABT 1 = 31,779 tons; point 5 ABT 1 = 32,749 tons; point 6 ABT 1 = 30,864 tons; point 7 ABT 1 = 32,257 tons; point 8 ABT 1 = 31,661 tons. As for abutment 2, it is obtained: point 9 ABT 2 = 33,517 tons; point 10 ABT 2 = 33,386 tons; point 11 ABT 2 = 33,914 tons; point 12 ABT 2 = 33,257 tons; point 13 ABT 2 = 32,875 tons; point 14 ABT 2 = 33,386 tons; point 15 ABT 2 = 33,914; point 16 ABT 2 = 32,625 tons.
| Item Type: | Thesis (Diploma) |
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| Uncontrolled Keywords: | Daya Dukung, Kalendering |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Depositing User: | Annisa Putri |
| Date Deposited: | 06 Oct 2026 03:41 |
| Last Modified: | 06 Oct 2026 03:41 |
| URI: | http://eprints.uniska-bjm.ac.id/id/eprint/37880 |
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